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17155 - Stormwater Quantity Assessment Letter - Rev 0 · OPW17/0612

Attached to the e-mail Operational Works Application OPW17/0612 1 of 2 – Precinct E2 Noosa Springs, Noosa Heads - (MCU15/0109).

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Cre SPACE Weeume SOB pe STORAGE Yotumé —
(bo fi. REUSE Reto») Prisma lo Fro! POPE
Gfooma Hian Few PIFE

    
 
  

TANK ~ Se X BAe k [hoon
bres low Femo PE
poo HGH Flour FIVE

        
  
     
 

 

EXISTING
wanenenennne KERB AND CHANNEL

 

LOT BOUNDARY

CONTOUR MAJOR [100m
INTERVAL)

CONTOUR MINOR (0.50m
INTERVAL)

— — —— $v — STORMWATER

{ “ DRAINAGE STRUCTURE ID

3x Wu? Tanes (ymax % */.Sin)
fiios wha. Cows Flows OUTS
P20 am MGH FtrvS Atl

16006/C20

IN

 

PROPOSED
LLELLLL ALL BUILDING EXTENT
CONTOUR MAJOR (1.00m
a INTERVAL)
CONTOUR MINOR (0.25m
INTERVAL]
LOT BOUNDARY
sw STORMWATER

 

 

CONCRETE PAVEMENT

CROSSOVER/FOOTPATH

 

 

 

 

 

 

 

CATCHMENT WD

 

 

 

 

 

 

 

 

 

 

 

ORAINAGE STRUCTURE ID

    
 
 

   

|

SY
—e

Barna ey ee
\ \

— oe oe CATCHMENT

 

Arup s SSS Hq
Sure 7.5% (Ave)

|

LANDSCAPING,

> ——— swale

 
 

— Carcmmest C

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

on Aces O41 He
'
gy 3 Amr = 1.35% 44 Spee*® /7./ y (ave)
NOTE: NOTE: Sude SK (AvG) Gi= 57%
¢ 5 9 340 SITEWORKS. AND DRAINAGE PLAN. Fok STORMWATER LONGITUDINAL as / oe,
soe AND DETARS SECTIONS.
Pen = (7S UG
SCALE 1:500 [A1 SIZE} fe
fy = S8% y)
covet P: (07) 3369 8411 Tas Five Drang ew
ALTUM CONSTRUCTIONS Bs \ (07) 3369 1493 | S PROPOSED RESIDENTIAL STORMWATER CATCHMENT
CONSULTING Siencomatay totes f= tM _|]DEVELOPMENT PLAN - SHEET 2
THs Gaming it oot te be copied, | Sten i
San Can Hleteneroamecs srrinenel un eomepseaer eee PRECINCT F ANP E2 NOOSA ||Pos7 DevecorMenr
1 ‘(Gwen |Gtomee Siyriselr e eS a SPRINGS, NOOSA HEADS os
REVISION pave | BY | CouE Paovincton Qino 4064 My SZ |awto. 5

 

 

 

 

 

 

 

 

 

 

 

 

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